7/24/2019 Albaileria Estructural Dianafinal 6 (1)
1/76
DISEO DE MUROS CON ALBAILERA CONFINADA
1.- DISEO POR CORTANTE
A) Verifcacion de la resistencia de ala!iler"a#
Fuerza Actuante:
Fuerza Admisible:
$%& '(
PARA 1ER PISO
DIRECCION X: L T h1 P1
*+ ,-.. -,. ,-( ,/01-.*, ,-/ -,. ,-( 11/1-*1 +-.. -+. ,-( +00-+*. +-. -+. ,-( +.1-
*( +-/ -+. ,-( +111-0*+ +-/ -,. ,-( ,,,1-
SUMA 12.300 12074.40
DIRECCION Y: L T h1 P1
2+ ,-0,. -,. ,-( 11.-,.2, ,-+3. -+. ,-( +.,(-0.
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
2/76
21 ,-0,. -,. ,-( 11.-,.24 1-4,. -,. ,-( 43-,.2. 1-13. -+. ,-( ,1(/-,.2( 1-4,. -,. ,-( 43-,.23 1-,/ -,. ,-( 104/-120 ,-/ -,. ,-( 11/1-
2/ ,-/ -,. ,-( 11/1-2+ +-+. -+. ,-( 03-12++ ,-/ -,. ,-( 11/1-
SUMA 31.190 33356.70
PARA 2DO PISO
DIRECCION X: L T h2 5,
*. +-4 -+. +-1 4/+-4*3 ,-/ -,. ,-( 11/1-*0 +-110 -+. +-1 4(/-(4*/ +-. -+. +-1 .,(-.
*+ +-1. -,. ,-( +.3/-.*+ 6 + +-(. -,. ,-( +/1-.
*++ ,-.. -,. ,-( ,/01-.*+, +-(. -,. +-1 /(.-,.*+1 +-. -+. +-1 .,(-.
SUMA 15.838 12865.79
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
3/76
DIRECCION Y: L T h2 5,
2+ ,-0,. -,. ,-( 11.-,.2, ,-0,. -+. ,-( +/01-+.21 ,-0,. -,. ,-( 11.-,.
2( 1-4,. -,. ,-( 43-,.23 +-0,. -+. ,-( +,0+-+.
2+ 1-4,. -,. ,-( 43-,.2+, ,-/ -,. ,-( 11/1-2+4 +-. -+. ,-( +.1-2+. ,-/ -,. ,-( 11/1-2+3 ,-/ -,. ,-( 11/1-
SUMA 27.350 29121.30
PARA 3ER PISO
DIRECCION X: L T h3 51
*1 ,-/ -,. +-1 +(/(-.*4 +-(3. -+. +-1 .03-/1*. +-/ -+. +-1 (((-/*3 +-3. -+. +-1 (+4-,.*0 ,-.. -,. +-1 +4/+-3.*/ 1-+ -,. +-1 +0+1-.
SUMA 13.875 6870.83
DIRECCION Y: L T h3 51
2+ ,-0,. -,. +-1 +(.,-(12, ,-0,. -+. +-1 //+-.021 ,-0,. -,. +-1 +(.,-(12. 1-4,. -,. +-1 ,1-(12( +-0,. -+. +-1 (4-.0
23 1-4,. -,. +-1 ,1-(120 ,-/ -,. +-1 +(/(-.2/ ,-/ -,. +-1 +(/(-.
2+ +-3(( -+. +-1 (+/-032++ ,-/ -,. +-1 +(/(-.2+, +-10 -+. +-1 404-10
SUMA 28.996 15138.40
Ac ' 7-/)8 97)
:,
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
4/76
B) ;rea de col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
5/76
DIRECCION Y: L T Vd + Vt Ac Calc
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
6/76
2+, ,-/ -,. +1+/+-+0 0/3-442+4 +-. -+. +,,0-4 01-..2+. ,-/ -,. 00.-+4 ..-(2+3 ,-/ -,. +/.4-, 34.-,.
SUMA 27.350
PARA 3ER PISO
DIRECCION X: L T Vd + Vt Ac Calc
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
7/76
DIRECCION Y: L T Vd + Vt Ac Calclc
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
8/76
*. 44.-3/ +-43 , +8,G*3 ,(++-4 0-(3 4 .80G*3% +1.-., 4-14 , .80G*3%% +1.-., 4-14 , .80G*0 ,11-.( -(0 , 180G*/ 103+-,3 +-,/ , +8,G
*+ (4(-1 ,-+4 , .80G*+ 6 + ++443-0. 1-0, 4 .80G
*++ 14+0-., ++-14*++% +3/-,( .-(3 , +8,G*++%% +3/-,( .-(3 , +8,G*+, +3+4-. 1-.3 1 +8,G*+1 ++1/-+, 1-0 1 +8,G
PARA 3ER PISO
DIRECCION X:
Vd + Vt As*1 +0+0,-11 (-(*1% //+-+3 1-1 4 .80G*1%% //+-+3 1-1 4 .80G*4 ,/(,-,. -// , 180G*. 40/-,. +-( 4 180G*3 +,3.-/3 -41 , 180G*0 ++.4-00 1-0. 1 .80G*/ ,,(30-,( 3-.(
*/% ++11/-+1 1-30 , .80G*/%% ++11/-+1 1-30 , .80G
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
9/76
C) C>lc
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
10/76
*++ 14+0-.,1 ,-( ,-..*++% +3/-,( +-1 +-,0 .-30*++%% +3/-,( +-1 +-,0 .-30*+, +3+4-.+ +-1 +-(. ,-0+*+1 ++1/-+,1 +-1 +-. 1-,/
DIRECCION Y:
Vd + Vt L As c2+ 0/(+-/1 ,-( ,-0,. ,-3.2, .133-+( ,-( ,-0,. +-(.21 0/(+-/1 ,-( ,-0,. ,-3.2( +++.-3( ,-( 1-4,. ,-0+23 +0-(. ,-( +-0,. -.+
2+ +-(, ,-( 1-4,. ,-.12+, +1+/+-+0 ,-( ,-/ 1-/4
2+4 +,,0-4 ,-( +-. -3+2+. 00.-+4 ,-( ,-/ ,-4,2+3 +/.4-, ,-( ,-/ 1-,3
PARA 3ER PISO
DIRECCION X:
Vd + Vt L As c*1 +0+0,-114 +-1 ,-/
*1% //+-+3 +-1 +-4. ,-3,*1%% //+-+3 +-1 +-4. ,-3,*4 ,/(,-,. +-1 +-(3. -33*. 40/-,. +-1 +-/ +-+*3 +,3.-/(3 +-1 +-3. -1,*0 ++.4-030 +-1 ,-.. +-/(*/ ,,(30-,./ +-1 1-+*/% ++11/-+1 +-1 +-.. 1-+3*/%% ++11/-+1 +-1 +-.. 1-+3
8 ' +- 8 5)(
s' )8( 7+-. )
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
11/76
DIRECCION Y:
Vd + Vt L As c2+ 44/+-( +-1 ,-01 -(/2, 3(1(-0 +-1 ,-01 +-+321 ++11.-+3 +-1 ,-01 +-34
2. +14((-(. +-1 1-412.% (311-11 +-1 +-3+ +-32.%% (311-11 +-1 +-3+ +-32( 1//-(, +-1 +-01 -/23 +14((-(. +-1 1-41 +-320 3.4(-13 +-1 ,-/ +-+12/ 3.4(-13 +-1 ,-/ +-+1
2+ +3/-/ +-1 +-33 -4,2++ +,+(4-14 +-1 ,-/2++% (0,-+3 +-1 +-4. +-0,
2++%% (0,-+3 +-1 +-4. +-0,2+, //.-, +-1 +-10 -1+
C) Hona de confna&iento
siendo A '
PARA 1ER PISO
DIRECCION X:
SOLERA
Vd + Vt d S solera es?acia&iento*+ 314(-3. ,, .-13 +.J ..J r,.*, /(,1-4 ,, 4-+*1 +14.-.+ ,, ,/-1*. +,1.-/3 ,, 1+-/*( ,,4+-,4 ,, +3-./
*+ ,,4+-,4 ,, +3-./
+.J (4J r,.
+.J 1+ J r ,.
+.J 1+ J r ,.
+.J 1+ J r ,.
+.J 1+ J r ,.
mailto:1@5,6@4,r@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,6@4,r@257/24/2019 Albaileria Estructural Dianafinal 6 (1)
12/76
DIRECCION Y: SOLERA
Vd + Vt d S solera es?acia&iento2+ ,4/-03 ,, +.-01
2, 0,-40 ,, 4/-+121 ,4/-03 ,, +.-0124 440-34 ,, /-342. .+04-1 ,, 3-(2( /+04-3/ ,, 4-,/23 3.,/-0. ,, .-,4 +.J ..J r,.20 .03+-43 ,, (-3+ +.J 43J r ,.2/ .+3-3/ ,, 3-3,
2+ 110-+ ,, ++(-(+2++ .+3-3/ ,, 3-3,
+.J 1+ J r ,.
+.J 1+ J r ,.+.J 1+ J r ,.
+.J 1/ J r ,.
+.J 10 J r ,.
+.J (4J r,.
+.J 10 J r ,.
+.J 1+ J r ,.
+.J 10 J r ,.
mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,6@4,r@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,6@4,r@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@257/24/2019 Albaileria Estructural Dianafinal 6 (1)
13/76
PARA 2DO PISO
DIRECCION X: SOLERA
Vd + Vt d S solera es?acia&iento*. 44.-30/ ,, 0-/.*3 ,(++-4, ,, +-.,
*3% +1.-.,+ ,, 1-1*3%% +1.-.,+ ,, 1-1*0 ,11-.(, ,, +/-1/*/ 103+-,3, ,, +-+0
*+ (4(-14 ,, (-+.*+ 6 + ++443-04( ,, 1-44
*++ 14+0-.,1 ,, +-+(*++% +3/-,(, ,, ,-1,*++%% +3/-,(, ,, ,-1,*+, +3+4-.+ ,, 1-(0
*+1 ++1/-+,1 ,, 1-4(
DIRECCION Y: SOLERAVd + Vt d S solera es?acia&iento
2+ 0/(+-/1 ,, 4-42, .133-+( ,, 3-11 +.J 43J r ,.21 0/(+-/1 ,, 4-42( +++.-3( ,, 1-..23 +0-(. ,, 1(-40
2+ +-(, ,, 1-/42+, +1+/+-+0 ,, ,-//2+4 +,,0-4 ,, 1,-+2+. 00.-+4 ,, 4-00 +.J ..J r,.2+3 +/.4-, ,, 1-(
PARA 3ER PISO
DIRECCION X: SOLERA
Vd + Vt d S solera es?acia&iento*1 +0+0,-114 ,, ,-+3*1% //+-+(3 ,, 4-14*1%% //+-+(3 ,, 4-14*4 ,/(,-,. ,, +1-1+*. 40/-,. ,, 0-,*3 +,3.-/(3 ,, 1-/*0 ++.4-030 ,, 1-4,
+.J 1/ J r ,.
+.J 01 J r ,.
+.J 01 J r ,.
+.J 1+ J r ,.
+.J 1+ J r ,.
+.J 4( J r ,.
+.J 01 J r ,.
+.J ++, J r ,.
+.J ++, J r ,.
+.J (4 J r ,.
+.J 01 J r ,.
+.J (4 J r ,.
+.J (4 J r ,.
+.J (4 J r ,.
+.J 1+ J r ,.
+.J (4 J r ,.
+.J 01 J r ,.
+.J 1+ J r ,.
+.J (4 J r ,.
+.J (4 J r ,.
+.J (4 J r ,.
+.J 1+ J r ,.
+.J 10 J r ,.
+.J 1+ J r ,.
+.J (4 J r ,.
mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@257/24/2019 Albaileria Estructural Dianafinal 6 (1)
14/76
*/ ,,(30-,./ ,, +-34*/% ++11/-+1 ,, 1-40*/%% ++11/-+1 ,, 1-40
DIRECCION Y: SOLERA
Vd + Vt d S solera es?acia&iento2+ 44/+-( ,, 0-302, 3(1(-0 ,, .-+( +.J 1/J r ,.21 ++11.-+3 ,, 1-40 +.J (.J r,.2. +14((-(. ,, ,-/12.% (311-11 ,, .-0(2.%% (311-11 ,, .-0(2( 1//-(, ,, /0-(.23 +14((-(. ,, ,-/1 +.J 4(J r ,.20 3.4(-13 ,, .-,,
2/ 3.4(-13 ,, .-,,2+ +3/-/ ,, ,1-(2++ +,+(4-14 ,, 1-,42++% (0,-+3 ,, (-402++%% (0,-+3 ,, (-402+, //.-, ,, 1/-(,
+.J (4 J r ,.
+.J (4 J r ,.
+.J 10 J r ,.
+.J (4 J r ,.
+.J (4 J r ,.
+.J 1+ J r ,.
+.J 01 J r ,.
+.J 01 J r ,.+.J 1+ J r ,.
+.J (4 J r ,.
+.J (4 J r ,.
+.J 1+ J r ,.
mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@25mailto:1@5,%20@10%20,%20r%20@257/24/2019 Albaileria Estructural Dianafinal 6 (1)
15/76
DISEO POR COMPRESION
PARA 1ER PISO
DIRECCION X: L T 5
*+ ,-.. -,. ,/01-. ,-(*, ,-/ -,. 11/1- ,-(*1 +-.. -+. +00-+ ,-(*. +-. -+. +.1- ,-(*( +-/ -+. +111-0 ,-(
*+ +-/ -,. ,,,1- ,-(
DIRECCION Y: L T 5
2+ ,-0,. -,. 11.-,. ,-(2, ,-+3. -+. +.,(-0. ,-(21 ,-0,. -,. 11.-,. ,-(24 1-4,. -,. 43-,. ,-(2. 1-13. -+. ,1(/-,. ,-(2( 1-4,. -,. 43-,. ,-(23 1-,/ -,. 104/-1 ,-(20 ,-/ -,. 11/1- ,-(2/ ,-/ -,. 11/1- ,-(
2+ +-+. -+. 03-1 ,-(2++ ,-/ -,. 11/1- ,-(
PARA 2DO PISO
DIRECCION X: L T 5
*. +-4 -+. 4/+-4 +-1
*3 ,-/ -,. 11/1- ,-(*3% +-4. -,. +(/(-. +-1*3%% +-4. -,. +(/(-. +-1*0 +-110 -+. 4(/-(4 +-1*/ +-. -+. .,(-. +-1
*+ +-1. -,. +.3/-. ,-(*+6+ +-(. -,. +/1-. ,-(*++ ,-.. -,. ,/01-. ,-(*++% +-,0 -,. +4/+-3. +-1
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
16/76
*++%% +-,0 -,. +4/+-3. +-1*+, +-(. -,. /(.-,. +-1*+1 +-. -+. .,(-. +-1
DIRECCION Y: L T 5
2+ ,-0,. -,. 11.-,. ,-(2, ,-0,. -+. +/01-+. ,-(21 ,-0,. -,. 11.-,. ,-(2( 1-4,. -,. 43-,. ,-(23 +-0,. -+. +,0+-+. ,-(
2+ 1-4,. -,. 43-,. ,-(2+, ,-/ -,. 11/1- ,-(2+4 +-. -+. +.1- ,-(2+. ,-/ -,. 11/1- ,-(
2+3 ,-/ -,. 11/1- ,-(
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
17/76
PARA 3ER PISO
DIRECCION X: L T 5
*1 ,-/ -,. +(/(-. +-1
*1% +-4. -,. 040-,. +-1*1%% +-4. -,. 040-,. +-1*4 +-(3. -+. .03-/1 +-1*. +-/ -+. (((-/ +-1*3 +-3. -+. (+4-,. +-1*0 ,-.. -,. +4/+-3. +-1*/ 1-+ -,. +0+1-. +-1*/% +-.. -,. /(-3. +-1*/%% +-.. -,. /(-3. +-1
DIRECCION Y: L T 5
2+ ,-0,. -,. +(.,-(1 +-12, ,-0,. -+. //+-.0 +-121 ,-0,. -,. +(.,-(1 +-12. 1-4,. -,. ,1-(1 +-12.% +-3+1 -,. ++-0+,. +-12.%% +-3+1 -,. ++-0+,. +-12( +-0,. -+. (4-.0 +-123 1-4,. -,. ,1-(1 +-120 ,-/ -,. +(/(-. +-12/ ,-/ -,. +(/(-. +-1
2+ +-3(( -+. (+/-03 +-12++ ,-/ -,. +(/(-. +-12++% +-4. -,. 040-,. +-12++%% +-4. -,. 040-,. +-12+, +-10 -+. 404-10 +-1
DISEO POR FLEXIN
PARA 1ER PISO
DIRECCION X: L T F&
*+ ,-.. -,. ,-( ,4*, ,-/ -,. ,-( ,4*1 +-.. -+. ,-( ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
18/76
*. +-. -+. ,-( ,4*( +-/ -+. ,-( ,4
*+ +-/ -,. ,-( ,4
DIRECCION Y: L T F&
2+ ,-0,. -,. ,-( ,42, ,-+3. -+. ,-( ,421 ,-0,. -,. ,-( ,424 1-4,. -,. ,-( ,42. 1-13. -+. ,-( ,42( 1-4,. -,. ,-( ,423 1-,/ -,. ,-( ,420 ,-/ -,. ,-( ,42/ ,-/ -,. ,-( ,4
2+ +-+. -+. ,-( ,42++ ,-/ -,. ,-( ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
19/76
PARA 2DO PISO
DIRECCION X: L T F&
*. +-4 -+. +-1 ,4*3 ,-/*3% +-4. -,. +-1 ,4*3%% +-4. -,. +-1 ,4*0 +-110 -+. +-1 ,4*/ +-. -+. +-1 ,4
*+ +-1. -,. ,-( ,4*+6+ +-(. -,. ,-( ,4*++ ,-..*++% +-,3. -,. +-1 ,4*++%% +-,3. -,. +-1 ,4
*+, +-(. -,. +-1 ,4*+1 +-. -+. +-1 ,4
DIRECCION Y: L T F&
2+ ,-0,. -,. ,-( ,42, ,-0,. -+. ,-( ,421 ,-0,. -,. ,-( ,42( 1-4,. -,. ,-( ,423 +-0,. -+. ,-( ,4
2+ 1-4,. -,. ,-( ,42+, ,-/ -,. ,-( ,42+4 +-. -+. ,-( ,42+. ,-/ -,. ,-( ,42+3 ,-/ -,. ,-( ,4
PARA 3ER PISO
DIRECCION X: L T F&
*1 ,-/*1% +-4. -,. +-1 ,4*1%% +-4. -,. +-1 ,4*4 +-(3. -+. +-1 ,4*. +-/ -+. +-1 ,4*3 +-3. -+. +-1 ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
20/76
*0 ,-.. -,. +-1 ,4*/ 1-+*/% +-.. -,. +-1 ,4*/%% +-.. -,. +-1 ,4
DIRECCION Y: L T F&
2+ ,-0,. -,. +-1 ,42, ,-0,. -+. +-1 ,421 ,-0,. -,. +-1 ,42. 1-4,.2.% +-3+1 -,. +-1 ,42.%% +-3+1 -,. +-1 ,42( +-0,. -+. +-1 ,423 1-4,. -,. +-1 ,4
20 ,-/ -,. +-1 ,42/ ,-/ -,. +-1 ,4
2+ +-3(( -+. +-1 ,42++ ,-/2++% +-4. -,. +-1 ,42++%% +-4. -,. +-1 ,42+, +-10 -+. +-1 ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
21/76
CONKINUACION DE DISEO 5OR FLE*IN
PARA 1ER PISO
DIRECCION X: L T 5 $&
*+ ,-.. -,. ,/01-. +-1*, ,-/ -,. 11/1- -0*1 +-.. -+. +00-+ 4-(.*. +-. -+. +.1- 4-/3*( +-/ -+. +111-0 1-/
*+ +-/ -,. ,,,1- +-0(
DIRECCION Y: L T 5 $&
2+ ,-0,. -,. 11.-,. +-..2, ,-+3. -+. +.,(-0. 4-1.21 ,-0,. -,. 11.-,. +-..24 1-4,. -,. 43-,. +-.2. 1-13. -+. ,1(/-,. +-0+2( 1-4,. -,. 43-,. +-.23 1-,/ -,. 104/-1 +-+420 ,-/ -,. 11/1- +-432/ ,-/ -,. 11/1- +-43
2+ +-+. -+. 03-1 +.-..2++ ,-/ -,. 11/1- +-43
PARA 2DO PISO
DIRECCION X: L T 5 $&
*. +-4 -+. 4/+-4 3-++*3 ,-/*3% +-4. -,. +(/(-. 1-/0*3%% +-4. -,. +(/(-. 1-/0*0 +-110 -+. 4(/-(4 3-30*/ +-. -+. .,(-. (-+/
*+ +-1. -,. +.3/-. 4-./*+6+ +-(. -,. +/1-. 1-3*++ ,-..
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
22/76
*++% +-,3. -,. +4/+-3. .-+4*++%% +-,3. -,. +4/+-3. .-+4*+, +-(. -,. /(.-,. 1-3*+1 +-. -+. .,(-. (-+/
DIRECCION Y: L T 5 $&
2+ ,-0,. -,. 11.-,. +-.2, ,-0,. -+. +/01-+. +-3421 ,-0,. -,. 11.-,. +-.2( 1-4,. -,. 43-,. -3+23 +-0,. -+. +,0+-+. 4-+0
2+ 1-4,. -,. 43-,. -3+2+, ,-/ -,. 11/1- -//2+4 +-. -+. +.1- (-+0
2+. ,-/ -,. 11/1- -//2+3 ,-/ -,. 11/1- -//
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
23/76
PARA 3ER PISO
DIRECCION X: L T 5 $&
*1 ,-/ +(/(-.*1% +-4. -,. 040-,. +-.+
*1%% +-4. -,. 040-,. +-.+*4 +-(3. -+. .03-/1 +-00*. +-/ -+. (((-/ +-4(*3 +-3. -+. (+4-,. +-3,*0 ,-.. -,. +4/+-3. -4/*/ 1-+ +0+1-. -*/% +-.. -,. /(-3. +-1,*/%% +-.. -,. /(-3. +-1,
DIRECCION Y: L T 5 $&
2+ ,-0,. -,. +(.,-(1 -.32, ,-0,. -+. //+-.0 -/(21 ,-0,. -,. +(.,-(1 -.32. 1-4,. ,1-(12.% +-3+1 -,. ++-0+ +-.(2.%% +-3+1 -,. ++-0+ +-.(2( +-0,. -+. (4-.0 ,-,/23 1-4,. -,. ,1-(1 -1/
20 ,-/ -,. +(/(-. -.42/ ,-/ -,. +(/(-. -.4
2+ +-3(( -+. (+/-03 ,-4.2++ ,-/ +(/(-.2++% +-4. -,. 040-,. ,-+02++%% +-4. -,. 040-,. ,-+02+, +-10 -+. 404-10 4-+
DISEO POR FLEXOCOMPRESION
PARA 1ER PISO
DIRECCION X: $a Fa $& F&
*+ -43 +-/4 +-1 ,4*, -43 +-/4 -0 ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
24/76
*1 -43 /-( 4-(. ,4*. -43 /-( 4-/3 ,4*( -43 /-( 1-/ ,4
*+ -43 +-/4 +-0( ,4
DIRECCION Y: $a Fa $& F&
2+ -43 +-/4 +-.. ,42, -43 /-( 4-1. ,421 -43 +-/4 +-.. ,424 -43 +-/4 +-. ,42. -43 /-( +-0+ ,42( -43 +-/4 +-. ,423 -43 +-/4 +-+4 ,420 -43 +-/4 +-43 ,4
2/ -43 +-/4 +-43 ,42+ -43 /-( +.-.. ,42++ -43 +-/4 +-43 ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
25/76
PARA 2DO PISO
DIRECCION X: $a Fa $& F&
*. -,1 ++-,( 3-++ ,4
*3 -43 +-/4 -*3% -43 ++-34 1-/0 ,4*3%% -43 ++-34 1-/0 ,4*0 -,1 ++-,( 3-30 ,4*/ -,1 ++-,( (-+/ ,4
*+ -43 +-/4 4-./ ,4*+6+ -43 +-/4 1-3 ,4*++ -43 +-/4 -*++% -43 ++-34 .-+4 ,4*++%% -43 ++-34 .-+4 ,4
*+, -,1 ++-34 1-3 ,4*+1 -,1 ++-,( (-+/ ,4
DIRECCION Y: $a Fa $& F&
2+ -43 +-/4 +-. ,42, -43 /-( +-34 ,421 -43 +-/4 +-. ,42( -43 +-/4 -3+ ,4
23 -43 /-( 4-+0 ,42+ -43 +-/4 -3+ ,42+, -43 +-/4 -// ,42+4 -43 /-( (-+0 ,42+. -43 +-/4 -// ,42+3 -43 +-/4 -// ,4
PARA 3ER PISO
DIRECCION X: $a Fa $& F&
*1 -,1 ++-34*1% -,1 ++-34 +-.+ ,4*1%% -,1 ++-34 +-.+ ,4*4 -,1 ++-,( +-00 ,4*. -,1 ++-,( +-4( ,4*3 -,1 ++-,( +-3, ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
26/76
*0 -,1 ++-34 -4/ ,4*/ -,1 ++-34 -*/% -,1 ++-34 +-1, ,4*/%% -,1 ++-34 +-1, ,4
DIRECCION Y: $a Fa $& F&
2+ -,1 ++-34 -.3 ,42, -,1 ++-,( -/( ,421 -,1 ++-34 -.3 ,42. -,1 ++-342.% -,1 ++-34 +-.( ,42.%% -,1 ++-34 +-.( ,42( -,1 ++-,( ,-,/ ,423 -,1 ++-34 -1/ ,4
20 -,1 ++-34 -.4 ,42/ -,1 ++-34 -.4 ,4
2+ -,1 ++-,( ,-4. ,42++ -,1 ++-342++% -,1 ++-34 ,-+0 ,42++%% -,1 ++-34 ,-+0 ,42+, -,1 ++-,( 4-+ ,4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
27/76
caso contrario cambiar "t"; disminuir V
(paos intermedios)
Vd + Vt Fu Fa Fu Fa
+011,-.0 ,-00 +-/4 o,4+,-3 1-1+ +-/4 o13.-,1 +-1, /-( o+.(1-, -(/ /-( o
1.+1-4( +-,1 /-( o.3./-/( +-,+ +-/4 o
Vd + Vt Fu Fa Fu Fa
,4/-03 -1. +-/4 o0,-40 -,. /-( o
-- o
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
28/76
,4/-03 -1. +-/4 o440-34 -43 +-/4 o.+04-1 +-, /-( o/+04-3/ +-3 +-/4 o3.,/-0. -/, +-/4 o.03+-43 -0+ +-/4 o
.+3-3/ -3 +-/4 o110-+ -, /-( o
.+3-3/ -3 +-/4 o
Vd Vt Fu Fa Fu Fa
44.-3/ ,-+ ++-,( o,(++-4 1-./ +-/4 o,11-.( +-+ ++-,( o103+-,3 +-3, ++-,( o(4(-1 +-/ +-/4 o
++443-0. ,-30 +-/4 oP14+0-., .-14 +-/4 o+3+4-. ,-( ++-34 o++1/-+, .-( ++-,( o
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
29/76
Vd Vt Fu Fa Fu Fa
0/(+-/1 +-,3 +-/4 o.133-+( +-,3 /-( o0/(+-/1 +-,3 +-/4 o
+++.-3( +-1 +-/4 o+0-(. -1/ /-( o
+-(, +-+3 +-/4 o+1+/+-+0 +-0, +-/4 o+,,0-4 -.. /-( o00.-+4 +-+, +-/4 o
+/.4-, +-.+ +-/4 o
Vd Vt Fu Fa Fu Fa
+0+0,-11 ,-.+ ++-34 o,/(,-,. +-+0 ++-,( o40/-,. +-(/ ++-,( o+,3.-/3 -4/ ++-,( o
++.4-00 +-0+ ++-34 o,,(30-,( ,-/1 ++-34 o
Vd Vt Fu Fa Fu Fa
44/+-( -(4 ++-34 o3(1(-0 +-0 ++-,( o
++11.-+3 +-( ++-34 o+14((-(. +-.3 ++-34 o
1//-(, -+. ++-,( o
+14((-(. +-.3 ++-34 o3.4(-13 +-4 ++-34 o3.4(-13 +-4 ++-34 o+3/-/ -(. ++-,( o
+,+(4-14 +-(0 ++-34 o//.-, -40 ++-,( o
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
30/76
Ac 5redi&- Ac 7secciQn)
(,. ,. .(,. ,. (.13. +. ,.
13. +. ,.13. +. ,.(,. ,. ,.
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
31/76
Ac 5redi&- Ac secciQn
(,. ,. ,.13. +. ,.(,. ,. ,.
(,. ,. ,.13. +. ,.(,. ,. ,.(,. ,. ,.(,. ,. ,.(,. ,. ,.13. +. ,.(,. ,. ,.
Ac 5redi&- Ac secciQn
13. +. * ,.13.(,. ,. 1(,. ,. 113. +. * ,.13. +. * ,.(,. ,. ,.(,. ,. 1.
(,. ,. 4(,. ,. 4(,. ,. * ,.(,. ,. 1
Ac 5redi&- Ac secciQn
(,. ,. 113. +. 1(,. ,. 1(,. ,. 1.13. +. ,.(,. ,. 1
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
32/76
(,. ,. * 413. +. ,.(,. ,. ,.(,. ,. 1
Ac 5redi&- Ac secciQn
(,. ,. ,.(,. ,. ,.13. +. ,.13. +. ,.
13. +. ,.(,. ,. 1
(,. ,. 1(,. ,. 1
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
33/76
Ac 5redi&- Ac secciQn
(,. ,. ,.13. +. ,.(,. ,. ,.
(,.- ,. ,.(,.- ,. ,.
13. +. ,.(,. ,. ,.(,. ,. 1.(,. ,. 1.13. +. ,.
(,.- ,. 1
(,.- ,. 113. +. ,.
DIRECCION Y:
Vd + Vt As2+ ,4/-03 -01 , 180G2, 0,-40 -,3 , 180G21 ,4/-03 -01 , 180G24 440-34 +-1. , 180G2. .+04-1 +-31 , +8,G2( /+04-3/ 1-( , .80G23 3.,/-0. ,-.+ , +8,G
20 .03+-43 +-/( , +8,G2/ .+3-3/ +-3 , +8,G2+ 110-+ -++ , 180G2++ .+3-3/ +-3 , +8,G
DIRECCION Y:
Vd + Vt As
'_7-+ ) /
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
34/76
2+ 0/(+-/1 ,-// , .80G2, .133-+( +-3/ , +8,G21 0/(+-/1 ,-// , .80G2( +++.-3( 1-3 , .80G23 +0-(. -1( , 180G2+ +-(, 1-11 , .80G
2+, +1+/+-+0 4-4 4 +8,G2+4 +,,0-4 1-(. , 180G2+. 00.-+4 ,-3 , .80G2+3 +/.4-, 1-(. , .80G
DIRECCION Y:
Vd + Vt As2+ 44/+-( +-. , +8,G2, 3(1(-0 ,-.. , +8,G21 ++11.-+3 1-30 , +8,G2. +14((-(. 4-4/2.% (311-11 ,-,4 , .80G2.%% (311-11 ,-,4 , .80G2( 1//-(, -+1 , 180G23 +14((-(. 4-4/ , +8,G
20 3.4(-13 ,-., , .80G2/ 3.4(-13 ,-., , .80G2+ +3/-/ -.3 , 180G2++ +,+(4-14 4-.2++% (0,-+3 ,-1 , .80G2++%% (0,-+3 ,-1 , .80G2+, //.-, -11 , 180G
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
35/76
As &in .-,+ , .80G , 180(-33 1 .80G , 180+-.( 4 180G+-.( 4 180G+-.( 4 180G,-( 4 180G
As &in ,-( 4 180G+-.( 4 180G,-( 4 180G,-( 4 180G+-.( 4 180G,-( 4 180G,-( 4 180G
,-( 4 180G,-( 4 180G,-( 4 180G,-( 4 180G
As &in +-.( 4 180G
1-+1 4 +8,1-+1 4 +8,+-.( 4 180G+-.( 4 180G1-(. 4 +8,,-( 4 +8,
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
36/76
4-+3 4 +8,4-+3 4 +8,,-( 4 180G1-+1 4 +8,
As &in 1-+1 4 +8,+-00 4 +8,1-+1 4 +8,1-(. 4 +8,+-.( 4 +8,1-+1 4 +8,4-+3 4 +8,
+-.( 4 180G,-( 4 180G1-+1 4 +8,
As &in
,-( 4 180G,-( 4 180G+-.( 4 180G+-.( 4 180G+-.( 4 180G1-+1 4 +8,
1-+1 4 +8,1-+1 4 +8,
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
37/76
As &in ,-( 4 180G+-.( 4 180G,-( 4 180G
,-( 4 180G,-( 4 180G+-.( 4 180G,-( 4 180G1-(. 4 +8,1-(. 4 +8,+-.( 4 +8,
1-+1 4 +8,
1-+1 4 +8,+-.( 4 180G
-(4 +84 en dos ra&ales-
COLUMNA
seccion d S- col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
38/76
COLUMNA
seccion d S- col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
39/76
COLUMNA
seccion d S- col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
40/76
,. 1 ,3 4-,3 +.J (.J r,.,. 1 ,3 4-,3 +.J (.J r,.
COLUMNA
seccion d S- col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
41/76
$a Fa
-43 +-/4-43 +-/4-43 /-(-43 /-(-43 /-(-43 +-/4
$a Fa
-43 +-/4-43 /-(-43 +-/4-43 +-/4-43 /-(-43 +-/4-43 +-/4-43 +-/4-43 +-/4-43 /-(-43 +-/4
$a Fa
-,1 ++-,(
-43 +-/4-43 ++-34-43 ++-34-,1 ++-,(-,1 ++-,(-43 +-/4-43 +-/4-43 +-/4-43 ++-34
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
42/76
-43 ++-34-,1 ++-34-,1 ++-,(
$a Fa
-43 +-/4-43 /-(-43 +-/4-43 +-/4-43 /-(-43 +-/4-43 +-/4-43 /-(-43 +-/4
-43 +-/4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
43/76
$a Fa
-,1 ++-34
-,1 ++-34-,1 ++-34-,1 ++-,(-,1 ++-,(-,1 ++-,(-,1 ++-34-,1 ++-34-,1 ++-34-,1 ++-34
$a Fa
-,1 ++-34-,1 ++-,(-,1 ++-34-,1 ++-34-,1 ++-34-,1 ++-34-,1 ++-,(-,1 ++-34-,1 ++-34-,1 ++-34-,1 ++-,(-,1 ++-34-,1 ++-34-,1 ++-34-,1 ++-,(
I& $&
14.44.1+-,. +-1.0+4+(-((3 -0
4(.4041-3. 4-(.
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
44/76
4,+03. 4-/30.313. 1-/
+4,0/.01-111 +-0(
I& $&
4(/(/11-10. +-..+,0(+10(-3+/ 4-1.4(/(/11-10. +-..013,0/3-+1. +-.40.4+//-,+/ +-0+013,0/3-+1. +-.34+/+0.-4+3 +-+4.0+4+(-((3 +-43.0+4+(-((3 +-43
+/+/1-3. +.-...0+4+(-((3 +-43
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
45/76
I& $&
141 3-++
(1.+1,-011 1-/0(1.+1,-011 1-/0
,//4+01-/ 3-304,+03. (-+/
.+,.30+-,. 4-.//1.0./1-3. 1-3
41+0((-4(1 .-+441+0((-4(1 .-+4
/1.0./1-3. 1-34,+03. (-+/
I& $&
4(/(/11-10. +-.,0+0+.0,-1+ +-344(/(/11-10. +-.013,0/3-+1. -3+3./3/00-,0+1 4-+0013,0/3-+1. -3+.0+4+(-((3 -//
4,+03. (-+0.0+4+(-((3 -//.0+4+(-((3 -//
I& $&
(1.+1,-011 +-.+(1.+1,-011 +-.+.034,33-1410 +-00
0.313. +-4(((//,+0-3. +-3,
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
46/76
14.44.1+-,. -4/
33.03,-/+(3 +-1,33.03,-/+(3 +-1,
I& $&
4(/(/11-10. -.3,0+0+.0,-1+ -/(4(/(/11-10. -.3
+4(,0(,-+4, +-.(+4(,0(,-+4, +-.(3./3/00-,0+1 ,-,/013,0/3-+1. -1/
.0+4+(-((3 -.4
.0+4+(-((3 -.4(004(.1-03 ,-4.
(1.+1,-011 ,-+0(1.+1,-011 ,-+0
1,0./ 4-+
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
47/76
K< As col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
48/76
64-(0 4/(0-+4 ,-13 4 +8,64-(0 4/(0-+4 ,-13 4 +8,6,-04 1/+-.+ 4-.( 4 +8, ,1806.-/( 443-/ ,-+1 4 +8,
K< As col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
49/76
K< As col
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
50/76
-,.-,(-+0-+,
-++-,1-++-/-+1-/-/-+
-+-3-+
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
51/76
-1,
-,+-,+-1.-,0-,1-+3
-,.-,.
-+.-,0
-/-+,-/-3
-,1-3-0-1+-0-0
-0-0-+-0-/
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
52/76
-4
-3-3
-4-(-4
-/-/-+,-4
-4-4-+,
-++-++-+/
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
53/76
CIMENKACION CORRIDA
&in ' -(CC
&in ' -4
&in ' -.SC
&in ' 7anco DE MURO +
5REDIMENSIONAMIENKO
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
54/76
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
55/76
CONSIDERAMOS UNA FRANTA DE +&
e ' -,.VS ' -,. VS ' -+.
t ' -,.
A) METRADO DE CARAS
Cara M
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
56/76
+, 6 +-10 ' ,-(4+-(, ' ,-(4
' -,.
S" la ?lanta $
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
57/76
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
58/76
S-C $Xc ' + P8CM, ,.Y 5-M
C-C $Xc ' + P8CM, 1Y 5-
6 -0 &
6 -4. &
6 -4 &
6,.c&)
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
59/76
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
60/76
&-,. &-,. &
&
' .3-. ' +4. ' +.
' / ' ++3 ,(,-.
' ,03-. ' +10
' ,/
)
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
61/76
?ara el +Z ?iso ' -4 & co&o &"ni&o-
+10
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
62/76
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
63/76
PRIMER PISO
*+ ,-0 2+ -1.*, 1-3. 2, -(
*1 +-/. 21 +-4.*4 -. 24 +-4.*. -4 2. -(*( +- 2( -(*3 -, 23 1-,/*0 ,-4. 20 +-*/ -. 2/ -3(
*+ -(. 2+ +-*++ -( 2++ +-+4*+, -,. 2+, +-+4
*+1 -.. 2+1 +-+4*+4 -( 2+4 +-/3*+. -( 2+. +-/3*+( -1. 2+( +-(.*+3 -1. 2+3 -.,*+0 -0. 2+0 ,-.*+/ -1 2+/ ,-.*, -1 2, +-03
2,+ +-03
SE!NDO PISO
*+ ,-0 2+ -1.*, 1-3. 2, -(*1 ,-1 21 +-4.*4 -4. 24 1-30*. +-1 2. +-4.*( +-1 2( -04*3 +-. 23 +-*0 +-, 20 ,-0.*/ +-1 2/ ,-0.
*+ -. 2+ +-+4*++ +-.. 2++ +-*+, -,0 2+, +-+4*+1 +-/. 2+1 +-+4*+4 +-0 2+4 +-03*+. +- 2+. -/*+( -.. 2+( +-(.*+3 +-4+ 2+3 ,-.
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
64/76
*+0 -1 2+0 ,-.*+/ -1 2+/ +-03*, -(*,+ -(
TERCER PISO
*+ ,-0 2+ -1.*, 1-3. 2, -(*1 -( 21 +-4.*4 ,-1 24 +-4.*. -. 2. +-./*( -. 2( -(/*3 4- 23 ,-0.*0 +-.. 20 +-*/ ,-0 2/ +-
*+ -1 2+ +-+4*++ -1 2++ +-+42+, +-.2+1 +-.2+4 ,-.2+. ,-.
VENKANAS+ER 5ISO
ALKURA +ER 5ISO ,-(ALKURA ,DO 5ISO ,-(ALKURA 1ER 5ISO ,-(
ALFEIHER KI5O + +-KI5O , ,-,KI5O1 +-,
KOKAL + 6-1KOKAL , -/KOKAL 1 6-+
KI5O + KOKAL 4 6+-, KI5O +
KI5O , KOKAL 4 1-( KI5O ,
KI5O 1 KOKAL + 6-+ KI5O 1
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
65/76
KOKAL ,-1
VIA VIA+ER 5ISO ,DO 5ISO
,.,. +.,. ,.,. +.,.,-/ ,-.. ,-/ ,-..
1-4,. ,-.. 1-4,. ,-..,-0,. ,-.. ,-0,. ,-..
,-/ ,-.. ,-/ ,-..,-/ ,-/ ,-/ ,-/
1-4,. ,-/ 1-4,. ,-/,-0,. ,-/ ,-0,. ,-/
,+-, ,-/ ,+-, ,-/,-/ ,-/
,4-3 ,4-3
+.,. +.,.,-/ ,-/,-/ ,-/
1-4,. 1-4,.,-0,. ,-0,.+,-. +,-.
AREA DE LOSAS+ER 5ISO ,DO 5ISO 1ER
3-4.03 3-4.03 3-,0-40,. 0-40,. 0-+(-/,(1 (-/,(1 3-,
+-,,,. +-,,,. ,,-0-// 0-//0-3 0-3
.-30 .-30
( +1-1
AREA DE 5ISO KERMINADO
+ER 5ISO ,DO 5ISO 1ER
3-/1 3-+/, 3-
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
66/76
N[ DE COLUMNAS+ER 5ISO ,DO 5ISO 1ER
,.,. ,.+. ,.,. ,.+. ,.,.+ . / . (
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
67/76
PRIMER PISO
*i+ 4-4 2i+ ,-/1*i, 3-/1 2i, ,-/1
*i1 ++-1 2i1 .-/1*i4 ,-( 2i4 /-/1*i. ++-. 2i. +-(/*i( ++-. 2i( ++-3/*i3 /-3 2i3 +,-0*i0 3-,0 2i0 +,-0*i/ ,-( 2i/ +-/1
*i+ -40 2i+ /-/1*i++ 1-1 2i++ 0-(1*i+, (-+0 2i+, .-/1
*i+1 3-,0 2i+1 ,-/1*i+4 /-. 2i+4 -3.*i+. ++-3 2i+. -3.*i+( -11 2i+( ,-/1*i+3 ,-(0 2i+3 1-/,*i+0 1-41 2i+0 .-/1*i+/ (-, 2i+/ 0-(1*i, 0-1. 2i, +,-0
2i,+ +,-0
SE!NDO PISO
*i+ 1-( 2i+ ,-+1*i, 3-+1 2i, ,-+1*i1 1-,, 2i1 .-+1*i4 +-01 2i4 3-0,*i. -0 2i. /-+1*i( -0 2i( /-+1*i3 0-43 2i3 ++-,0*i0 /-0. 2i0 .-+1*i/ -30 2i/ -3.
*i+ +-0 2i+ ,-+1*i++ (-/1 2i++ 4-3*i+, 0-0( 2i+, .-+1*i+1 +-,1 2i+1 3-0,*i+4 1-+ 2i+4 ++-,0*i+. ,-3 2i+. ,-+1*i+( 1-43 2i+( ,-+1*i+3 4-,/ 2i+3 .-+1
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
68/76
*i+0 .-4 2i+0 3-0,*i+/ 3-.. 2i+/ ++-,0*i, 0-,.*i,+ +-/
TERCER PISO
*i+ ,-, 2i+ -31*i, .-31 2i, -31*i1 4-+. 2i1 1-31*i4 +-0, 2i4 3-31*i. -4 2i. 3-31*i( -4 2i( 1-31*i3 .-( 2i3 -3.*i0 .-.1 2i0 1-31*i/ ,-, 2i/ (-41
*i+ 4- 2i+ (-41*i++ (-+. 2i++ -312i+, 1-312i+1 (-412i+4 1-312i+. (-41
VENKANAS,DO 5ISO
ALKURA +ER 5ISO ,-(ALKURA ,DO 5ISO ,-(ALKURA 1ER 5ISO ,-(
ALFEIHER KI5O + +-KI5O , ,-,KI5O1 +-,
KOKAL + 6-1KOKAL , -/KOKAL 1 6-+
KOKAL , 6-( -, KI5O +
KOKAL 1 ,-3 +-0 KI5O ,
KOKAL + 6-+ -. KI5O 1
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
69/76
KOKAL ,-+ ,-.
VIA1ER 5ISO
,.,. +.,.,-/ ,-..
1-4,. ,-..,-0,. ,-..,-0,. ,-..
++-/3. ,-/1-4,.,-0,.
+/-1.
+.,.,-/
1-4,.,-0,./-+.
5ISO
13 3-4.03 3-,13,. 0-40,. 0-+/,.10 (-/,(1 3-,110
(1 +-,,,.0-//0-3
((-,+34
1-4/.0-(,1
(/-3+1,
5ISO(/-/,/
/4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
70/76
5ISO,.+.
4
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
71/76
PRIMER PISO
2i *i*i+ -+,. 2i+ ,-/,.*i, -+,. 2i, ,-/,.
*i1 -+,. 2i1 .-/,.*i4 +-0,. 2i4 /-/,.*i. 1-(+/ 2i. +-(00*i( 4-/,. 2i( ++-300*i3 4-/,. 2i3 +,-3.*i0 4-/,. 2i0 +,-3.*i/ 4-/,. 2i/ +-/,.
*i+ 4-/,. 2i+ /-/,.*i++ (-1+. 2i++ 0-(,.*i+, 3-.(. 2i+, .-/,.
*i+1 3-.(. 2i+1 ,-/,.*i+4 /-+(. 2i+4 -3.*i+. /-+(. 2i+. -3.*i+( /-1(. 2i+( ,-/,.*i+3 /-1(. 2i+3 1-/,.*i+0 /-1(. 2i+0 .-/,.*i+/ +-,+. 2i+/ 0-(,.*i, +-,+. 2i, +,-3.
2i,+ +,-3.
SE!NDO PISO
2i *i*i+ -+,. 2i+ ,-+,.*i, -+,. 2i, ,-+,.*i1 +-0,. 2i1 .-+,.*i4 +-0,. 2i4 3-0,4*i. +-3. 2i. /-+,.*i( ,-1 2i( /-+,.*i3 1-(+/ 2i3 ++-,3.*i0 1-(+/ 2i0 .-+,.*i/ 4-/3. 2i/ -3.
*i+ 4-/,. 2i+ ,-+,.*i++ 4-/,. 2i++ 4-34*i+, 4-/,. 2i+, .-+,.*i+1 4-/,. 2i+1 3-0,4*i+4 (-1+. 2i+4 ++-,3.*i+. /-4+. 2i+. ,-+,.*i+( /-(/ 2i+( ,-+,.*i+3 /-04 2i+3 .-+,.
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
72/76
*i+0 +-,+. 2i+0 3-0,4*i+/ +-,+. 2i+/ ++-,3.*i, /-+(.*i,+ /-+(.
TERCER PISO
2i *i*i+ -+,. 2i+ -3,.*i, -+,. 2i, -3,.*i1 +-03. 2i1 1-3,.*i4 +-0,. 2i4 3-3,.*i. +-0,. 2i. 3-3,.*i( 4-/,. 2i( 1-3,.*i3 1-((/ 2i3 -3.*i0 4-/,. 2i0 1-3,.*i/ (-1+. 2i/ (-4,.
*i+ +-,+. 2i+ (-4,.*i++ +-,+. 2i++ -3,.2i+, 1-3,.2i+1 (-4,.2i+4 1-3,.2i+. (-4,.
VENKANAS1ER 5ISO
ALKURA +ER 5ISO ,-(ALKURA ,DO 5ISO ,-(ALKURA 1ER 5ISO ,-(
ALFEIHER KI5O + +-KI5O , ,-,KI5O1 +-,
KOKAL + 6-1KOKAL , -/KOKAL 1 6-+
KOKAL -
KOKAL + -/
KOKAL + 6-+
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
73/76
KOKAL -(
0,-.3(/
+-41,(-,.+.-++,.-(,.
-+.
0-.(30
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
74/76
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
75/76
+ , 1+ -1, +84 G -(4 -/(, -3+ 180 G +-4, ,-+11 +-,3 +8, G ,-.4 1-0+4 +-/0 .80 G 1-/( .-/4
. ,-0. 184 G .-3 0-..( .-+ + G +-, +.-1
7/24/2019 Albaileria Estructural Dianafinal 6 (1)
76/76
4+-,0,-04.-03-/,
++-4,-4
Top Related